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  • The main purpose of this paper is to analyse the influence of pressure grouting on ground anchors pull out capacity in fine grained soils, using the finite element method (FEM). The grouting process is simulated by volumetric strain of grout body, which is determined from excavated test anchors. Obtained pull-out capacities for the cases with respectively without grouting simulation are compared with the results of appropriate analytical and empirical methods.
  • The main purpose of this paper is to analyse the influence of pressure grouting on ground anchors pull out capacity in fine grained soils, using the finite element method (FEM). The grouting process is simulated by volumetric strain of grout body, which is determined from excavated test anchors. Obtained pull-out capacities for the cases with respectively without grouting simulation are compared with the results of appropriate analytical and empirical methods. (en)
Title
  • Influence of Pressure Grouting on the Anchors Carrying Capacity in Fine Grained Soil
  • Influence of Pressure Grouting on the Anchors Carrying Capacity in Fine Grained Soil (en)
skos:prefLabel
  • Influence of Pressure Grouting on the Anchors Carrying Capacity in Fine Grained Soil
  • Influence of Pressure Grouting on the Anchors Carrying Capacity in Fine Grained Soil (en)
skos:notation
  • RIV/00216305:26110/13:PU106720!RIV14-MPO-26110___
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  • P(FR-TI4/329)
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  • 79886
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  • RIV/00216305:26110/13:PU106720
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  • ground anchor, pull out capacity, pressure grouting, volumetric strain, fine grained soil, finite element method, constitutive models (en)
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  • [BB646E887ACA]
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  • Vilnius
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  • Vilnius, Lithuania
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  • Modern Building Materials, Structures and Techniques
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  • Chalmovský, Juraj
  • Miča, Lumír
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number of pages
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  • 10.1016/j.proeng.2013.04.031
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  • Vilnius Gediminas Technical University
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  • 978-9955-28-593-9
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  • 26110
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